Simplified analysis of large deflection response of a metal sandwich beam subjected to impulsive loading
Abstract A simplified analysis is carried out to derive the analytical solution for the large deflection of a fully clamped metal sandwich beam under impulsive loading. Using the classical yield criterion for sandwich structures, the moment–axial force interaction induced by large deflection is unco...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Yuan, Chao [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2015 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer-Verlag Wien 2015 |
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| Übergeordnetes Werk: |
Enthalten in: Acta mechanica - Springer Vienna, 1965, 226(2015), 11 vom: 17. Juli, Seite 3639-3651 |
|---|---|
| Übergeordnetes Werk: |
volume:226 ; year:2015 ; number:11 ; day:17 ; month:07 ; pages:3639-3651 |
| Links: |
|---|
| DOI / URN: |
10.1007/s00707-015-1405-4 |
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OLC2030144363 |
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| 520 | |a Abstract A simplified analysis is carried out to derive the analytical solution for the large deflection of a fully clamped metal sandwich beam under impulsive loading. Using the classical yield criterion for sandwich structures, the moment–axial force interaction induced by large deflection is uncoupled. Then, plastic bending and stretching deformations are separated into two distinct phases, i.e., a bending-only phase and a plastic string phase. The simplified analytical solutions for the maximum deflection and structural response time have been obtained and are in good agreement with the previous theoretical and numerical results. Moreover, the analytical formulae are employed to determine the optimal geometries of a sandwich beam that maximize the resistance to impulsive loading at a given mass. | ||
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10.1007/s00707-015-1405-4 doi (DE-627)OLC2030144363 (DE-He213)s00707-015-1405-4-p DE-627 ger DE-627 rakwb eng 530 VZ Yuan, Chao verfasserin aut Simplified analysis of large deflection response of a metal sandwich beam subjected to impulsive loading 2015 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag Wien 2015 Abstract A simplified analysis is carried out to derive the analytical solution for the large deflection of a fully clamped metal sandwich beam under impulsive loading. Using the classical yield criterion for sandwich structures, the moment–axial force interaction induced by large deflection is uncoupled. Then, plastic bending and stretching deformations are separated into two distinct phases, i.e., a bending-only phase and a plastic string phase. The simplified analytical solutions for the maximum deflection and structural response time have been obtained and are in good agreement with the previous theoretical and numerical results. Moreover, the analytical formulae are employed to determine the optimal geometries of a sandwich beam that maximize the resistance to impulsive loading at a given mass. Sandwich Structure Sandwich Plate Face Sheet Sandwich Beam Impulsive Loading Qin, Qinghua aut Wang, T. J. aut Enthalten in Acta mechanica Springer Vienna, 1965 226(2015), 11 vom: 17. Juli, Seite 3639-3651 (DE-627)129511676 (DE-600)210328-X (DE-576)014919141 0001-5970 nnns volume:226 year:2015 number:11 day:17 month:07 pages:3639-3651 https://doi.org/10.1007/s00707-015-1405-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_22 GBV_ILN_59 GBV_ILN_70 GBV_ILN_4700 AR 226 2015 11 17 07 3639-3651 |
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10.1007/s00707-015-1405-4 doi (DE-627)OLC2030144363 (DE-He213)s00707-015-1405-4-p DE-627 ger DE-627 rakwb eng 530 VZ Yuan, Chao verfasserin aut Simplified analysis of large deflection response of a metal sandwich beam subjected to impulsive loading 2015 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag Wien 2015 Abstract A simplified analysis is carried out to derive the analytical solution for the large deflection of a fully clamped metal sandwich beam under impulsive loading. Using the classical yield criterion for sandwich structures, the moment–axial force interaction induced by large deflection is uncoupled. Then, plastic bending and stretching deformations are separated into two distinct phases, i.e., a bending-only phase and a plastic string phase. The simplified analytical solutions for the maximum deflection and structural response time have been obtained and are in good agreement with the previous theoretical and numerical results. Moreover, the analytical formulae are employed to determine the optimal geometries of a sandwich beam that maximize the resistance to impulsive loading at a given mass. Sandwich Structure Sandwich Plate Face Sheet Sandwich Beam Impulsive Loading Qin, Qinghua aut Wang, T. J. aut Enthalten in Acta mechanica Springer Vienna, 1965 226(2015), 11 vom: 17. Juli, Seite 3639-3651 (DE-627)129511676 (DE-600)210328-X (DE-576)014919141 0001-5970 nnns volume:226 year:2015 number:11 day:17 month:07 pages:3639-3651 https://doi.org/10.1007/s00707-015-1405-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_22 GBV_ILN_59 GBV_ILN_70 GBV_ILN_4700 AR 226 2015 11 17 07 3639-3651 |
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10.1007/s00707-015-1405-4 doi (DE-627)OLC2030144363 (DE-He213)s00707-015-1405-4-p DE-627 ger DE-627 rakwb eng 530 VZ Yuan, Chao verfasserin aut Simplified analysis of large deflection response of a metal sandwich beam subjected to impulsive loading 2015 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag Wien 2015 Abstract A simplified analysis is carried out to derive the analytical solution for the large deflection of a fully clamped metal sandwich beam under impulsive loading. Using the classical yield criterion for sandwich structures, the moment–axial force interaction induced by large deflection is uncoupled. Then, plastic bending and stretching deformations are separated into two distinct phases, i.e., a bending-only phase and a plastic string phase. The simplified analytical solutions for the maximum deflection and structural response time have been obtained and are in good agreement with the previous theoretical and numerical results. Moreover, the analytical formulae are employed to determine the optimal geometries of a sandwich beam that maximize the resistance to impulsive loading at a given mass. Sandwich Structure Sandwich Plate Face Sheet Sandwich Beam Impulsive Loading Qin, Qinghua aut Wang, T. J. aut Enthalten in Acta mechanica Springer Vienna, 1965 226(2015), 11 vom: 17. Juli, Seite 3639-3651 (DE-627)129511676 (DE-600)210328-X (DE-576)014919141 0001-5970 nnns volume:226 year:2015 number:11 day:17 month:07 pages:3639-3651 https://doi.org/10.1007/s00707-015-1405-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_22 GBV_ILN_59 GBV_ILN_70 GBV_ILN_4700 AR 226 2015 11 17 07 3639-3651 |
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10.1007/s00707-015-1405-4 doi (DE-627)OLC2030144363 (DE-He213)s00707-015-1405-4-p DE-627 ger DE-627 rakwb eng 530 VZ Yuan, Chao verfasserin aut Simplified analysis of large deflection response of a metal sandwich beam subjected to impulsive loading 2015 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag Wien 2015 Abstract A simplified analysis is carried out to derive the analytical solution for the large deflection of a fully clamped metal sandwich beam under impulsive loading. Using the classical yield criterion for sandwich structures, the moment–axial force interaction induced by large deflection is uncoupled. Then, plastic bending and stretching deformations are separated into two distinct phases, i.e., a bending-only phase and a plastic string phase. The simplified analytical solutions for the maximum deflection and structural response time have been obtained and are in good agreement with the previous theoretical and numerical results. Moreover, the analytical formulae are employed to determine the optimal geometries of a sandwich beam that maximize the resistance to impulsive loading at a given mass. Sandwich Structure Sandwich Plate Face Sheet Sandwich Beam Impulsive Loading Qin, Qinghua aut Wang, T. J. aut Enthalten in Acta mechanica Springer Vienna, 1965 226(2015), 11 vom: 17. Juli, Seite 3639-3651 (DE-627)129511676 (DE-600)210328-X (DE-576)014919141 0001-5970 nnns volume:226 year:2015 number:11 day:17 month:07 pages:3639-3651 https://doi.org/10.1007/s00707-015-1405-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_22 GBV_ILN_59 GBV_ILN_70 GBV_ILN_4700 AR 226 2015 11 17 07 3639-3651 |
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10.1007/s00707-015-1405-4 doi (DE-627)OLC2030144363 (DE-He213)s00707-015-1405-4-p DE-627 ger DE-627 rakwb eng 530 VZ Yuan, Chao verfasserin aut Simplified analysis of large deflection response of a metal sandwich beam subjected to impulsive loading 2015 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag Wien 2015 Abstract A simplified analysis is carried out to derive the analytical solution for the large deflection of a fully clamped metal sandwich beam under impulsive loading. Using the classical yield criterion for sandwich structures, the moment–axial force interaction induced by large deflection is uncoupled. Then, plastic bending and stretching deformations are separated into two distinct phases, i.e., a bending-only phase and a plastic string phase. The simplified analytical solutions for the maximum deflection and structural response time have been obtained and are in good agreement with the previous theoretical and numerical results. Moreover, the analytical formulae are employed to determine the optimal geometries of a sandwich beam that maximize the resistance to impulsive loading at a given mass. Sandwich Structure Sandwich Plate Face Sheet Sandwich Beam Impulsive Loading Qin, Qinghua aut Wang, T. J. aut Enthalten in Acta mechanica Springer Vienna, 1965 226(2015), 11 vom: 17. Juli, Seite 3639-3651 (DE-627)129511676 (DE-600)210328-X (DE-576)014919141 0001-5970 nnns volume:226 year:2015 number:11 day:17 month:07 pages:3639-3651 https://doi.org/10.1007/s00707-015-1405-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_22 GBV_ILN_59 GBV_ILN_70 GBV_ILN_4700 AR 226 2015 11 17 07 3639-3651 |
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Abstract A simplified analysis is carried out to derive the analytical solution for the large deflection of a fully clamped metal sandwich beam under impulsive loading. Using the classical yield criterion for sandwich structures, the moment–axial force interaction induced by large deflection is uncoupled. Then, plastic bending and stretching deformations are separated into two distinct phases, i.e., a bending-only phase and a plastic string phase. The simplified analytical solutions for the maximum deflection and structural response time have been obtained and are in good agreement with the previous theoretical and numerical results. Moreover, the analytical formulae are employed to determine the optimal geometries of a sandwich beam that maximize the resistance to impulsive loading at a given mass. © Springer-Verlag Wien 2015 |
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Abstract A simplified analysis is carried out to derive the analytical solution for the large deflection of a fully clamped metal sandwich beam under impulsive loading. Using the classical yield criterion for sandwich structures, the moment–axial force interaction induced by large deflection is uncoupled. Then, plastic bending and stretching deformations are separated into two distinct phases, i.e., a bending-only phase and a plastic string phase. The simplified analytical solutions for the maximum deflection and structural response time have been obtained and are in good agreement with the previous theoretical and numerical results. Moreover, the analytical formulae are employed to determine the optimal geometries of a sandwich beam that maximize the resistance to impulsive loading at a given mass. © Springer-Verlag Wien 2015 |
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Abstract A simplified analysis is carried out to derive the analytical solution for the large deflection of a fully clamped metal sandwich beam under impulsive loading. Using the classical yield criterion for sandwich structures, the moment–axial force interaction induced by large deflection is uncoupled. Then, plastic bending and stretching deformations are separated into two distinct phases, i.e., a bending-only phase and a plastic string phase. The simplified analytical solutions for the maximum deflection and structural response time have been obtained and are in good agreement with the previous theoretical and numerical results. Moreover, the analytical formulae are employed to determine the optimal geometries of a sandwich beam that maximize the resistance to impulsive loading at a given mass. © Springer-Verlag Wien 2015 |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC2030144363</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230502143307.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200820s2015 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s00707-015-1405-4</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2030144363</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s00707-015-1405-4-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">530</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Yuan, Chao</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Simplified analysis of large deflection response of a metal sandwich beam subjected to impulsive loading</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2015</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer-Verlag Wien 2015</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract A simplified analysis is carried out to derive the analytical solution for the large deflection of a fully clamped metal sandwich beam under impulsive loading. Using the classical yield criterion for sandwich structures, the moment–axial force interaction induced by large deflection is uncoupled. Then, plastic bending and stretching deformations are separated into two distinct phases, i.e., a bending-only phase and a plastic string phase. The simplified analytical solutions for the maximum deflection and structural response time have been obtained and are in good agreement with the previous theoretical and numerical results. Moreover, the analytical formulae are employed to determine the optimal geometries of a sandwich beam that maximize the resistance to impulsive loading at a given mass.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Sandwich Structure</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Sandwich Plate</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Face Sheet</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Sandwich Beam</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Impulsive Loading</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Qin, Qinghua</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Wang, T. J.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Acta mechanica</subfield><subfield code="d">Springer Vienna, 1965</subfield><subfield code="g">226(2015), 11 vom: 17. 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